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ARCHIVED REPORTS XR0001668
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2900 - Site Mitigation Program
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PR0522479
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ARCHIVED REPORTS XR0001668
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Last modified
5/17/2019 3:13:16 PM
Creation date
5/17/2019 2:19:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001668
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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•) ar1 <br /> pumping an extraction well at a constant rate, I GPM, 2 GPM, and 3 GPM, for various time <br /> periods, I month, 1 year, and 2 years, for various distances from the extraction well were <br /> calculated (Walton, 1962). The results are presented on Tables I through 9 <br /> The zone of plume capture of a pumping well can be calculated using the natural <br /> groundwater velocity gradient and the velocity gradient induced by pumping Up gradient <br /> of the well the natural gradient and the gradient caused by pumping combine to move water <br /> toward the well Down gradient of the well, the natural ground-water flow acts against the <br /> force created by pumping The point down gradient where the pull of water back-to the <br /> well is countered by the flow away from the well due to the natural velocity is termed the <br /> velocity divide The distance to the velocity divide can be calculated using the s values at <br /> various distances from the well, and the natural ground-water gradient <br /> Using the s values calculated with a pumping rate of 3 GPM, a time frame of two years and <br /> an estimated gradient of 1445, the distance to the velocity divide ranges from 100 to 150 <br /> feet These calculations and the drawdown observed in the on site wells during the pumping <br /> test indicate that pumping from well EW-1 might provide sufficient coverage and capture <br /> of the dissolved product plume <br /> 4.0 CONCLUSIONS <br /> Based on the MW-13 slug test data, the hydraulic conductivity may vary between the wells <br /> on site and MW-13 area `'Vater may move more easily through the aquifer in the area of <br /> the on site wells than it does in the area of MW-13 <br /> Based on available step test data a pumping rate up to 3 GPM could be sustained in <br /> extraction well EW-1 <br /> The 24 hour aquifer test was used to calculate values of T and S for the site The calculated <br /> T and S values were used to produce theoretical drawdown estimates, which in turn were <br /> used to calculate the potential velocity divides under various pumping rate and duration <br /> scenarios Using the estimated gradient at the site and pumping at 3 GPM for 2 years from <br /> a theoretical extraction well at the location of EW-1 might produce a velocity divide <br /> between 100 and 150 feet down gradient of the well <br /> Based on the estimated groundwater plume geometnes for the chemicals detected in the <br /> groundwater at the site, a pumping well at the location of EW-1 pumped at 3 GPM for 2 <br /> years might provide sufficient coverage to capture and contain the dissolved product plume <br /> A.&&. , 4 <br /> Q.n..y R.P*"%a.33 QEWQrr[.S <br />
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